The present invention relates to a device for preventing persons from falling, in particular from a roof, comprising a foot plate being fixable to an underlying surface, having a stop point that can be attached to the foot plate, comprising either a post projecting upwards from said foot plate, having an eyelet arranged in the upper end region of the post, or an eyelet that can be attached directly at said foot plate, in each case for fixing a cable or by way of direct attachment to a cable system, which protects the person from falling, wherein a central region of the foot plate, in which said post or said eyelet is connected with said foot plate, is slotted around said post or said eyelet along at least one first defined circumferential slotted line, which extends over at least approximately 270° in the circumferential direction, such that the central region is connected with the remaining peripheral region of said foot plate solely via narrow material webs.
Fall protection devices of the afore-mentioned kind are well-known from the prior art and are used in particular for protecting persons, who work on flat roofs. Basic requirements of such kind of a fall protection device, especially as to their resilience, are stipulated in the DIN EN 795, the content of which is herewith referred to.
A fall protection device with a foot plate and a post projecting upwards is for example also disclosed in DE 10 2006 041 592 A1. In case of the present as well as of similar devices known from the prior art, the post projecting upwards, which is placed onto the foot plate, is for example a steel pipe having an eyelet at its upper end. Fall protection devices of this kind have to be equipped for two load cases. One of the load cases is protecting the post against impact, when a person working on the roof accidently hits against the post. Basically, in case of a laterally acting impact force of 70 kg, a predetermined deformation value of for example 10 mm may not be exceeded. Different from this case is the second actual load case of the fall protection device, according to which the device has to resist a lateral force of 1.2 t, in order to absorb the tensile load generated via the cable fixed at the eyelet when a person falls from the roof.
If a post is provided on the foot plate according to the known device, the tensile load acts via the eyelet arranged at the upper end of the post, onto the post in a lateral direction, which produces a moment, thus practically generating a leverage, which causes the foot plate to tear out of the anchor at the roof supporting construction in the area of the foot plate.
DE 20 2012 102 476 U1 discloses a device for protecting persons from falling, which is rather applicable in case of such loads being generated in the second above-mentioned load case. Furthermore, in case of this known device, the connection between post and foot plate is designed as a desired breakage connection which disengages in a crash case, wherein inside the post, a metal cable connection is provided which forms a tension-resistant connection of the eyelet in an anchoring area of the device. This known solution can readily deal with the first load case, as the post can be arranged in a way that in case of an impact of for example up to 70 kg, it does not bend more than provided in the requirements. In the second mentioned load case, the post made of plastic is practically sacrificed.
Arranging the above-mentioned foot plates, to which the stop point for the fall protection device is attached, onto flat roofs with trapezoidal metal sheets, causes a particular problem. In such cases, the roof construction exclusively consists of two trapezoidal sheets, between which an insulating layer is provided, wherein the upper trapezoidal sheet is connected with the insulating layer merely by means of an adhesive bond. In case of screwing a foot plate onto the upper trapezoidal sheet, a torque being introduced via the post into the foot plate in case of a fall generates a peel force and the trapezoidal sheet which is held only by adhesion, will tear off together with the foot plate. For this reason, using the known fall protection devices for such flat roof constructions with bonded trapezoidal metal sheets is not allowed.
From the prior art, several fall protection devices have become known, where it is tried in a crash case to convert a portion of the tensile forces acting onto the fall protection device, into deformation work and thus to practically slow down the fall. This is for example the case for the devices described in EP 2 447 445 A1, CH 704 527 A1 and WO 2009/008706 A2. Particularly in case of the solution according the last mentioned document, the distance of a desired breakage line, along which a plate-shaped area tears off up to the attachment point, is considerably extended. In this case, the desired breakage line extends in a spiral manner.
DE 10 2006 041 592 A1 discloses a fall protection device, according to which a rod projecting from a foot plate is provided, wherein the foot plate is attached on a trapezoidal metal sheet of the roof construction. In a crash case, the lever arm formed by the rod is extended by the foot plate, such that an increased torque is produced. This increases the forces acting upon the roof construction and the trapezoidal sheet of the roof construction is considerably deformed in large areas, which afterwards requires an extensive restoration of the roof construction.
The object of the present invention is thus to provide a device for preventing persons from falling, comprising the features of the initially mentioned kind, wherein the lever arm is shortened in the crash case, the torque is minimized and thus, damages to the roof constructions are avoided or at least considerably reduced.
The invention provides that in addition to the first circumferential slotted line extending over approximately 270° in the circumferential direction, another approximately straight slotted line is arranged, each time in a distance between the respective ends of the first circumferential slotted line, wherein the mentioned distance between the first circumferential slotted line and the other straight slotted line corresponds to the width of said narrow material webs.
In the second mentioned load case, in which the actual securing function against falling is concerned, a kind of joint is generated along the webs of the metal sheet of said foot plate which were left off between the slots, and due to the leverage acting via said post or said eyelet, the central region located within the circumferential slotted line pivots together with said post attached to said area out of the plane of the footplate upwards. In this way, the post can be tilted down and no moment acts on the peripheral region of said foot plate. Thus, said footplate is not stressed but remains in its position, such that even the trapezoidal sheet connected with the foot plate will not disengage. Therefore, the central region of the foot plate which pivots together with the post out of the plane, is here also described as pivoting area. As no more moment is applied onto said foot plate, this is no longer levered out by the post, as in case of earlier solutions. Rather exclusively that tensile load generated by the fall, acts via the cable connection in horizontal direction onto the remaining peripheral regions of said foot plate or its anchoring in the underlying surface/at the roof construction. These are configured for the tensile load according to the requirements (in Rule 1.2 t Transverse force) and cannot tear off.
As compared to the above-mentioned prior art, the solution according to the invention provides that the laying down of said post is realized near the roof surface, which avoids that the lever arm forming the post is extended by parts of the foot plate, which would increase the torque. Said post already tears off at its foot, at the desired breakage connection provided there.
The other straight slotted line narrows the region of the left off material and generates a joint, such that the tilting of said post around the desired turning point of this joint is facilitated. The measure according to the invention reduces the lever arm and prevents damages to the roof construction in a crash case.
According to a preferred embodiment of the solution according to the invention it is provided that in a radial distance within said first defined circumferential slotted line, at least one second circumferential slotted line with a smaller diameter is arranged, the shape of which is geometrically similar to said first circumferential slotted line, wherein in a plan view, however, said second circumferential slotted line is arranged by approximately 90° or approximately 180° offset to said first circumferential slotted line.
Preferably, in a radial distance within said second defined circumferential slotted line, at least one third circumferential slotted line with a smaller diameter is arranged, the shape of which is geometrically similar to said first circumferential slotted line, wherein in a plan view, however, said third circumferential slotted line is arranged by approximately 90° or approximately 180° offset to said first circumferential slotted line and/or to said second circumferential slotted line.
Preferably, in a radial distance within said third defined circumferential slotted line, at least one fourth circumferential slotted line with a smaller diameter is arranged, the shape of which is geometrically similar to said third circumferential slotted line, wherein in a plan view, however, said fourth circumferential slotted line is arranged by approximately 90° or approximately 180° offset to each of said first circumferential slotted line and/or to said second circumferential slotted line. In case of this preferred embodiment, thus, in total four circumferential slotted lines are present and thus, four central regions, being separated via said circumferential slotted line from the respective peripheral region of the foot plate surrounding the respective circumferential slotted line. Said four circumferential slotted lines are each arranged inside one another and are preferably geometrically similar to one another. As said circumferential slotted lines are each arranged by 90° or even 180° offset to one another, for each possible direction in which the force acts during a crash, a corresponding pivoting area is provided, which pivots upwards together with the laying down post and in this way unloads the remaining peripheral region of the foot plate.
In this case it is unimportant that the surfaces of the respective pivot ranges, as they are arranged inside one another, have different sizes. The left-off webs of said foot plate between the slots can each have approximately the same length for all four pivot ranges, in spite of the circumferential slotted lines of differing lengths, which makes it unimportant, from which direction the force acts, because the connection between the pivot range pivoting upwards in the crash case and the peripheral area of said foot plate remaining in the horizontal plane of the flat roof thus each time has the same strength and can thus each time withstand the same load. If said force is applied from a diagonal direction in case of pivot ranges being offset to one another by approximately 90°, which means not approximately parallel to one of the outer edges of the foot plate, possibly two of the pivot ranges will act simultaneously, in a way that in this case the corresponding unload effect is also achieved.
Said foot plate itself is preferably attached to the underlying surface in a manner known per se by means of at least one screwed connection or rivet connection. In case of the succeeding second load case (crash case), the tensile load is introduced via the securing cable and the metal cable connection directly into the connections of the foot plate. Said metal cable connection can for example comprise a cable made of stainless steel. Such cable is corrosion-resistant and if having a diameter of for example 6 mm, it can absorb the required tensile force of more than one ton without any problems.
A preferred embodiment of the present invention provides that to each of said second circumferential slotted line and/or said third circumferential slotted line, a further, approximately straight slotted line is aligned, each of which is arranged in a distance between the respective ends of the respective circumferential slotted line, wherein said distance between the respective ends of the respective circumferential slotted line and the respective straight slotted line does never correspond to the respective width of the left off narrow material webs. Thus, in this case, a separation in the region of the circumferential slotted line and in the region of the straight slotted line is given, such that in the load case, the connection between the pivot range and the peripheral region remaining in the plane of the foot plate is only given through said narrow material webs. These are, however, configured in a way that they can absorb the generated tensile forces.
Here, naturally, the material strength of said foot plate is of importance, which is preferably in a range of approximately 1 to 8 mm, for example in the range of approximately 3 to 5 mm.
According to a preferred embodiment of the present invention, said first and/or said second and/or said third and/or said fourth circumferential slotted line have approximately the shape of the Greek letter Omega.
Furthermore, it is preferred that the shape of said first and/or said second and/or said third and/or said fourth circumferential slotted line is defined by a sequence of lined-up, straight sub sections, each of which being disposed at an angle to one another, according to the principle of Mohr's circle of stress. This shape has proved to be especially advantageous in several tests. The afore-mentioned shape similar to an omega does in this case not consist of a curved line, but of a number of straight sub-sections being disposed at an angle to one another, wherein this shape is in total similar to the shape of an omega.
According to the present invention, said circumferential slotted lines and said straight slotted lines can preferably be inserted into the foot plate by means of laser beam or high-pressure water jet. This method allows producing a very precise shape of the slotted line having a very small slot width, wherein even separating a metal sheet of said foot plate with a thickness of some mm is possible without any problems. The slot width can have for example only fractions of one millimeter, wherein, however, said slot may not be too narrow, such that in the load case, the pivot range can be pivoted upwards without any problems and a jamming within the slot region cannot occur.
Usually, the foot plate of said fall protection is screw-connected or riveted with the roof construction, i.e. with said trapezoidal metal sheet. The post or the eyelet of said fall protection are preferably screw-connected with said foot plate. For this purpose, for example said post or said eyelet can have an outer thread in an end region facing the roof construction, and said post or said eyelet can then be attached at the foot plate by means of a nut to be screwed onto said outer thread.
The features mentioned in the sub-claims are related to preferred embodiments of the solution according to the invention. Further advantages of the invention become obvious from the following detailed description.
In the following, the present invention is described in more detail according to exemplary embodiments under reference to the accompanying drawings:
Subsequently, it is firstly referred to
In
In
Comparing the two
In the following, it is referred to the
a also show an alternative embodiment of the fall protection device in a perspective view, which works according to the same principle of the present invention. As a difference to the above described embodiment, in this case, the eyelet 19 is attached directly to the foot plate, such that not post is required in this case. The fall protection device can in this case be attached directly to the eyelet. The eyelet itself can be attached to the foot plate 10 for example by means of a threaded section on the bottom side and a nut by screwing or other suitable attachment means. When the load case occurs, firstly, a torque is generated, which causes a pivot movement of the pivot range of the foot plate 10, wherein the pivot range pivots with the eyelet into the unload position shown in
10 foot plate
11 bore holes
12 through hole
13 innermost pivot range
13
a circumferential slotted line
13
b material web
13 Longitudinal edges of the foot plate
15 second innermost pivot range
15
a Circumferential slotted line
15
b material web
15
c straight slotted line
16 third pivot range
16
a circumferential slotted line
16
b material web
16
c straight slotted line
17 transverse edges of the foot plate
18 outer pivot range
18
a circumferential slotted line
18
b material web
18
c straight slotted line
19 eyelet
20 post
Number | Date | Country | Kind |
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10 2017 100 373.8 | Jan 2017 | DE | national |
This application is the U.S. national stage of PCT/EP2018/050532 filed Jan. 10, 2018, which claims priority of German Patent Application 10 2017 100 373.8 filed Jan. 10, 2017 of which is hereby incorporated by reference in its entirety.
Filing Document | Filing Date | Country | Kind |
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PCT/EP2018/050532 | 1/10/2018 | WO | 00 |